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c c d T-8" H.B.' I 3'-55' _ 2'-6$" 6'-0" -2 6'-0" T-10" 4'-2" T-28" 2' A S3 TYP @ 1 STORY U.N.O, ■ ■ ■ ■ ■ ■" ..10 ................ .................."■ ■ ■ ■ I 1 I ■ ■ ...... \ I 1 T-2$" 'J -11$ N I in 2,_9„ 2'-8 11 I \ o - HVAC CHASE \ \\ \ \ BASED O \ I it I :. L- 1 } N \ ih LOCATION \ \ \ � I �jli in \\, 10'-108" •— CJ CJ N CJ — CJ ih 2'-6"x2-6"x 1'-0" W/ (3) #5'S E.W. 17'-5g' 1 36'-6$' 1 TYP @ 1 STORY U.N.O. 01 00 3 ............ I............ LO .. ........ S3 1 : ■016 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OFCONC./PAVER TOB£4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4'-8" PROVIDE 1/2' x 9" N L co -31/2" MIL VISQUEEN VAPOR BARRIER 16'-11$" 8'-64" W/ ) # S E.. RECESS FOR FIR DOOR W/ (3) #5'S E.W. I SLOPE EP I S3 �r N �o -31/2" — J S3 — — — — 19 . CJ I III T— PROVIDE 1 %" RECESS D.W. III I : ; / \ ( ■ —' FOR SGD. REFER TO I I ■ I �,W.H.,/ K CC CC I STEPS AS S3 MASON'S SLOPE FOR N I r�= _ ��11¢ I WIDTH II �� 1110 S3 S3 o 2'-6" x 2'-6" x 1'-0" �o REQUIRED I II L —_ JIII 3 I : I r W/ 3 #5'S E.W. ( ) PER FIELD J I 7'-5' 7 -1" 5'-8" CONDIITIONS 4'-0"I 1 1111 1111� ' ' 11 L s J 20'-6' 6-8" 114" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I W/ (1�#5 REBAR VERT ABOVE SLAB I I 1 TYP ALL PLACES SHOWN I KITCHEN ISLAND ; ; 1 K BUILDER TO PROVIDE J HOOKED F-fG. DOWELS 5" EMBED 1 �0 LOW WALLS S3 APPLIANCE PROTECTION S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 a)I CHASE TO11 WHEN REQUIRED PER FBC ■: I— STEEL" — — — — I�ISLAND— _ I' 1 — — _ — —I — ^ t C� tCj I � 19 in ? A : °° S3 II ' in TYP @ 1 STORY U.N.O. I� I SLOPE I 0,_0,& ' F-=_-r=+� 1 ZPT.�V I OPT. D I I I I -31/2" ■: I I L_=J I 20'-112' L — — — — 1 I: 4'-6$' 10 ■ ------------�-- —--------�- --- ------1— ----� o .:. ■. . . . . . . . . . . . . . . . . . . . . . .. M. N ■ ■1)<x0r\xA ■ 3'-50" 1 2' A S3 TYP @ 1 STORY U.N.O. 2'-6" x 2'-6" x 1'-0' I W/ (3) #5'S E.W J H.B. n 8'-0" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W W� z CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 #5 CONTINUOUS .; ; .,•" ",. REINF. SEE FND. FOR :,; ;;:,:. QUANTITY #5 X 25" X 25" CORNER •_,; �_,,; •_,; ; • ":' BAR ONE FOR EA. ' HORIZ. REBAR, TYP. ' ' ' �:'�' : ;• U.N.O. *"Alternate: reinf. bars shall be �, s•'�r,; •';r�,:;:%, •'�r,,•';r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" I i UI' zM 0 —o zC\1 z Q cL Z cs� Lu �V � O w -N o '— � Cl) m N _) t— C` M M — U S N 2 -0 co O o 0 / \ V �o o L lL OD 0 � Q Q rn v, v Q rn Q o Al I D D® ` N` C- V _ N -Sa C U) Z W` (h N S0 Z z � i w J C, a �. � c j u- o C.tzl cz' W N- N w W V �=LLo , Z Q o ¢' LL Z W •",� F�� FDSEGSOM""�' EiL � t , : 14 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 14 �o z Q a WZ�L rzo0 Z0w Wof tozZ O J a " 2 " z UW�o m U ^' W Z Z O ¢ U ^ I — Z 5 z Z ,--� 0 z W O Q ZZ Q U J w oOo FO O ¢u� J LL. �o Uo�a � a ZZ¢Z< LIJ o o 26u-2 Z Z a o Uj to Lij =--o v, H Y U 8~0 Q Z z O Z ?z0 m = V O aLU a o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO' 301 SHEET NO. 6.0